RAMP/CONNECTOR 187 over BALLONA CREEK
Map
Coordinates:
+34.03667, -118.3700034°02'12" N, 118°22'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RAMP/CONNECTOR 187 over BALLONA CREEK |
| Structure number: | 53 1610G |
| Location: | 07-LA-187-8.9-LA |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 115.2 ft. [35.1 m] |
| Total length: | 231.0 ft. [70.4 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Skew angle: | 3° |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,750 [as of 2004] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 94.7 tons [86.1 metric tons] |
| Inventory rating: | 54.9 tons [49.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,226,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,500 [as of 1998] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 94.7 tons [86.1 metric tons] |
| Inventory rating: | 54.9 tons [49.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,500 [as of 1990] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 94.1 tons [85.5 metric tons] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.4 |